HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2.-D: ON GENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERINC
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY.
T FRESENTS A HANGER
-.�I-c°°..-a..rryin9 Girder
For Truss to iJruss
Connections see
hanger/connector 'rNailsW as
de tabs o
schedule in engineeringe nails.
package.
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
M
12
4.00 1-
w
upset--1/4" heel=315/16"
PLUMB CUT END
' 2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 I
8�1
PO 1-2
2.00 Y
w
upset-1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF �7'- 23' IN LE
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & angers
w
GARAGE LEFT
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13 TRUSS D
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FABRICATION AGREEMENT
' TWOUS CANNOT I38 WAtt W UMX Tina A00bM r is a Renffam
TM Mpd desailetlort dths propertywfara Ilse b'ussos rrA bs is
adotowNdQes end eprees: ..
t Ttotsert wo be made In tact accordance war V* busa pMcwrw
wtri h1$ the ads br deWm *V. fll xtwo s dfa a '
2. All drnanelons In tMs kryott have been vertlled by fa tmderdpad.
A Wei* wrftn rrofcs Is provided by oerttAsd rnatl to t�arrlbers Tuss Within ten `1%
days • cf d.Avwy fhe wdersbmd apes that no bsdwharpa vAl be stk,wacI•In fw evert
etch wrRten nod= Is $rrtWW Chambers Tngs sw have free M bu&wn days in wilds
to beptltt n Wm requked. arb rulbWq¢a otlacyvasss, at Ctlembors
4. The tatdersgpned adaiowfed�es retalpt d'BCS11.A8' suerrrary etaet br TPI i WMk
Ddvery is 10 Job site R Ib the txryers'rosporalbaty to malty the Job site vAmbla for
delivery Gsarrsbrera Trtrss has 11 o sob authorpy to debmins tree sul0eb�y d fa Job As of e
poMm of ft job aft for Tlss buyer b rssporarols rydtaoral True wM be wpm" for dump de lvwy onq.
because job site b not prepared for deMvay a Chwnbas Truss has to mdelk r
Pwer G rstporm* to Chwnbwo Tn�y a baryx u not prepared br delvey of tnuees
totwtnpj oosfa due to sNs aondRlaee.'
& Pibe w shown In pwapaph 7 below is w4ed to dnrpe r wW dmVn are. mfe 11
Oft to m t A $W per hour be br mvWom nm be dW9W by Ctambets Traps, -
7: 116.Is a PURCHASE ORDER b chmi6 n.inrss d fa sum agreed ba, or If ,.
a�nerrtertt . nasoriable price. knrobe we be made on dellvwy and p W w" temps d
6n tteNveri. Invoice mar. be made d sdtedtded data bt delvery if buyer carosot aoo�t
rwj
delvery d fabrlwted trusses. The tertderslpad epap b par t�wnbers.Tpuss teascrabN
altomey's tee br aftc tw In evert of papmwst not tknely made. l-ta %per nwM s r4w
dwpe adad afar d sumo not peidwlhkt leans.
arrywhm on ffib sheet conk tm agreement to ar terms hWah
Q. In oo mkWadon of t2amben Tnns extant V credit br fRs mstwW " UrdW gMd
en ►P I deaf arsd .j indebb "M to owed h
ktdebaene:. ksdudlr4 tees. tr defavk h jW apOei b p'�' t paynwd for meOetW te. mad. by ate
'1use evert dam ftBWn cOnOwr k>01yi aprawral , fre Rbms I nWW herossrsder
rx paymetts r afarsed b her�rt. the. pwfW ep» test the 8* wanes f or any such adton va
Or t3aklt uru�. Caxrpr. Florida.
11. Dedpn rwWwaWks we per -Ne t W S ndwd And R+b tm=ndedGuide&ae On
Raspaalb ks For Caftucdon Usurp Md M PWa Caxaded Wood Tm a n
ANSI/rPiNVTCA 4 - 2=-' ti-
oATEp-
;;tr3t�ED
TtiLE -•
•-Aspr�aterbarlTaq►bersgl�kedper'13CS1'1�3"bptewrti>�Isybdlrrtllpe,
= Multiple ply trusses must be fastened togetiter per engirwhing
before tiiey are set, fbllure to do so can r+es kin
Temporary and pmmwnt bracing are rt casave Ris
�
and properly and is he responsibmw of the tun erectw.
Study #w conterris of the kdbnadion packet Wuded on delivery
beftre setIng tussos.
Thmass • ..ln(�e6e rrlK�tbeStltarKl peT b ��t�/8
must be set plumb and square
Do not iet bunks or stack of plywood, or any • .
other ObDentraled loads on trusses, this can Muse collapse.
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DO -NOT SET TRUSSES USING THIS IA-YOUT'
USE LAYOUT DELIVERED WrrH TRUSSES TO SET TRUSSES
- -CHAMBERS TRUSS INC
3105 Oleander Avenue
FortPlerc% Florida 34982-6423
900 1 93
-. Fortht me TrJ 465,M2 - j
Fax 7'TZ 11
7724W2-=12 S 772 2 ` 1
represe- ntative's —
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their r active loc ion
Approvers ,B
Date:_ _
Braden Braden A.1.A. P.A.
92.0/93.2 M11FX 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Vend Design Method Main Wind Force Resisting
Vs
Roofing Material Shingle or Shake
5
0 —
Loading in PSF Roof R.D.L.
Top Chord Live 20
o
Top Chord Dead 7 4.2
o -
Bottom Chord Live 10 Non -Concurrent
E -- _ —
Bottom Chord Dead 10 3
o
-/
TOTAL Load 37 7.2
m
3
Duration Factor 1.25
m >%
Wind Speed 165mph
cc
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
~cS
Highest Mean Height 14'-0"
v
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
R.D.L.=Restrainin Dead Load C.B.=Continuous Bract
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer, and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11323
Scale: 114 = 1'
72 total trusses, 13 different trusses.
MI 4. SAE ACAD. SAE Reviewed By: KW— .3r
Date: 04/24/12 Revised: 10/07/15
Cn
FOR
Q
WYNNE BUILDING CORP.
DESCRIPTION: -7 �7
RIGHT 62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
WINGS ARE ATTACHED TO LAYOUT IvIl1 p dt
SCANNED
BY
ST t t 10IF COUNTY